Wall, stem wall, pad, and pier footings: concrete, bags, rebar, and sizing
Turn these numbers into a build plan.
Full bar-by-bar detail is in the footing rebar calculator; for a shed or outbuilding load, start with the foundation load calculator.
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Dig, pass inspection, form and pour 40 ft of wall footing: 1.45 yd³ of concrete with waste and 5 sticks of #4 rebar.
Lay out and dig
String the footing lines, then dig to undisturbed soil and below the frost line.
Footing inspection
Most jurisdictions inspect the trench, forms and steel before any concrete goes in. Book it early.
Form and set steel
Set forms level, put the bars on 3 in chairs, 2 continuous bars lapped 20 in at splices.
5 steps · 6 tools · 5 materials
2 more steps, the full tool list and a shopping list you can check off as you go.

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| Worked example | Concrete with 10% waste | 80 lb bags | Rebar |
|---|---|---|---|
| 40 ft continuous footing, 16 x 8 in | 1.45 cu yd | 66 | 5 sticks #4 |
| 24 x 24 ft garage, footing + 8 x 24 in stem wall | 8.21 cu yd | 370 | 16 sticks #4, 24 dowels |
| Eight 24 x 24 x 12 in pads | 1.30 cu yd | 59 | 3 sticks #4 |
Minimum width under IRC Table R403.1(1), in inches, by stories and soil bearing. The footing is at least 6 in thick, and its bottom sits at least 12 in below grade and below the frost line. The rule of thumb on top: width twice the wall, thickness equal to the wall.
| Wall | Soil | 1 story | 2 stories | 3 stories |
|---|---|---|---|---|
| Wood frame | 1500 psf | 12 in | 15 in | 23 in |
| Wood frame | 2000 psf | 12 in | 12 in | 17 in |
| Wood frame | 3000 psf | 12 in | 12 in | 12 in |
| Block or brick | 1500 psf | 12 in | 21 in | 32 in |
| Block or brick | 2000 psf | 12 in | 16 in | 24 in |
| Block or brick | 3000 psf | 12 in | 12 in | 16 in |
| Region | Typical frost depth |
|---|---|
| Gulf Coast, Florida, southern California | 0 to 12 in |
| Mid-Atlantic, South, Pacific Northwest | 12 to 24 in |
| Ohio Valley, central Plains | 24 to 36 in |
| Upper Midwest, New England, Rockies | 42 to 60 in or more |
Approximate. Your building department sets the frost depth and may require an engineered footing.
| Item | Typical |
|---|---|
| Continuous bars | 2 #4 up to 20 in wide, 3 up to 30 in, 4 wider |
| Cover | 3 in from soil, on chairs |
| Laps | 40 bar diameters (20 in for #4, 25 in for #5) |
| Corners | One bent bar per continuous bar, each leg one lap long |
| Dowels into a stem wall | #4 at 24 to 48 in, hooked in the footing |
| Pads | A mat of bars at about 12 in each way |
For bar-by-bar counts, use the footing rebar calculator. Round piers and columns get a cage from the concrete column calculator or a tube count from the sonotube calculator. Pouring a slab with a thickened edge instead? Use the concrete slab calculator. Then follow the concrete cheat sheet on pour day. Deck footings? Depth and size rules are in the deck building cheat sheet span tables.
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